DAMAGE PROGRESSION ANALYSIS OF COMPOSITE T-JOINTS WITH TRANSVERSE REINFORCEMENT Patrick B. Stickler and Mamidala Ramulu Department of Mechanical Engineering University of Washington Seattle, WA 98195 ABSTRACT A new type of T-joint with transverse reinforcement using a fiber insertion process was analyzed using numerical methods. T-joints modeled herein are fabricated from dry fabric preforms using resin transfer molding. Fiber tows are inserted into the dry fabric preforms prior to consolidation. Experiments were conducted to determine the loaddisplacement and strain-load history under flexure loading. A damage progression finite element model was developed to predict the mechanical behavior under flexure loading through ultimate failure. Experimental observations of initial failure were marked by a discrete drop in the loaddisplacement behavior and the initiation and propagation of an interfacial matrix crack at the web-to-flange interface. Crack initiation is predicted under flexure loading when the local matrix stress exceeds that of the neat resin tensile strength in the fillet region of the T-joint. Fiber insertion bridging and fiber insertion breakage were observed prior to T-joint ultimate failure. The damage progression finite element analysis showed good agreement with experimentally determined load-displacement values through ultimate failure. an iterative process to evaluate T-joints with viscoelastic inserts [4]. In the present analysis, a T-joint with transverse stitching was modeled through ultimate failure for the first time under flexure loading. T-joints were modeled in a series of six steps using a progressive damage FEA representing accumulated damage through the entire load history. 2 EXPERIMENTAL OBSERVATIONS A new one-sided stitching process, referred to as fiber insertion, was developed as a low-cost method of joining two-dimensional dry fiber preforms. Figure 1 shows the Tjoint configuration. Specimens are fabricated from T-300 dry fabric preforms. Transverse stitching is accomplished using IM7 6K fiber tow insertions and specimens are consolidated using PR500 toughened epoxy resin and the RTM process. 4.75 mm 1 INTRODUCTION Failure of composite materials with applied out-of-plane loading tends to be matrix dominated. Flexure loading of Tjoints produces out-of-plane loading of the flange member. The modeling of structures with transverse loading requires consideration of material and geometric nonlinearities. Jones and Alesi analyzed T-stiffeners with out-of-plane loading using FEA [1] with material and geometric nonlinearities. Experimental and numerical results showed good correlation with the inclusion of nonlinear effects. Matrix dominated failures in composite joints were also studied [2]. Progressive damage of composite T-joints was studied extensively by Phillips and Shenoi [3]. In their study, it was shown that T-joints fail in a series of steps with increasing applied load. A progressive FEA was performed to model the damage evolution through ultimate failure. T-joints were shown to fail by delamination in the corner plies and matrix cracking at the web-to-flange interface. Another study used 4.75 mm 12.7 mm Web: T-300/PR520 Fabric [0/45] 6s Transverse Stitching: IM7 6K Tow Flange: T-300/PR520 Fabric [0/45] 6s Figure 1: T-Joint configuration. Extensive experimental investigations were performed on Tjoints constructed using the fiber-insertion process under flexure, tensile, and shear loading [5-8]. In these experiments, T-joints with transverse stitching failed in a series of steps with increased load. Post failure analysis revealed that damage initiated in the fillet region at the webto-flange interface. Increased load beyond initial failure caused crack propagation in the fillet region and across the web-to-flange interface. Additional loading caused fiber insertion bridging; leading to ultimate T-joint failure via fiberinsertion breakage and pullout. T-joint flexure and tension specimen web and flange members remained partially intact through ultimate failure. Shear specimens failed with complete separation of the web and flange. T-joints were modeled up to initial failure using linear elastic finite element analysis. Predicted and experimental results showed good agreement in this load range. However, these investigations did not included progressive damage analyses, representing the entire load history. In the present analysis, T-joints are modeled in a series of steps representing accumulated damage through ultimate failure under flexural loading. 3 FINITE ELEMENT ANALYSIS MODELS AND METHOD OF A progressive damage analyses were performed on the Tjoint under flexure loading using ANSYS FEA software [9]. Two-dimensional finite element models were created using a plane strain assumption. Plane strain was assumed in this case because the specimen width is much greater than the web or flange thickness. Fiber insertion tows were modeled using simple beam elements. Damage progression was modeled in a series of discrete steps representing an accumulation of damage under increased load. Table 1 shows the material properties used in the finite element analysis. Vendor-supplied properties were used for the Hexcel IM7 fiber insertions and 3M PR520 resin [10-11]. The experimentally determined elastic laminate properties, as developed previously, were used for the T-300/PR520 quasi-isotropic web and flange [12]. Property Ex (GPa) Ey (GPa) Ez (GPa) νxy νyz νxz Gxy (GPa) Gyz (GPa) Gxz (GPa) Region 1 Insertion 276 276 276 0.30 0.30 0.30 106 106 106 Region 2 Interface 3.54 3.54 3.54 0.38 0.38 0.38 1.28 1.28 1.28 Region 3 Web 44.24 9.73 44.24 0.37 0.37 0.31 2.98 2.98 16.53 Region 4 Flange 9.73 44.24 44.24 0.37 0.31 0.37 2.98 16.53 2.98 TABLE 1: T-Joint Constituent Elastic Material Properties. The IM7 6k fiber tow cross-sectional area, Atow was determined using the following expression: ATow = ( πd f 2 4 ) * (# filaments) 3.1 Finite Element Model The FEM, including fixed-support boundary conditions used in the progressive damage FEA is shown in Figure 2. The two rows of fiber insertions located in region 1 were modeled using IM7 6k fiber insertion tow properties and 2-D spar elements. Isotropic material properties were used for the resin-rich fillet and web-to-flange interface region 2. The fillet regions were modeled using 6-node triangular elements. Quasi-isotropic material properties were used for composite web and flange regions 3 and 4, respectively. The web and flange were modeled using 8-node quadrilateral elements. A nodal force was applied normal to the web 2.54 cm from the web-to-flange interface. Fixed boundary conditions (zero displacement) were assumed at the flange interface to represent the bonded flange-to-fixture attachment constraint. where df is the filament diameter [13]. There are 6000 filaments per 6k tow and 2 tows per fiber insertion. The IM7 fibers have a filament diameter of 5 µm and a fiber tow area of 0.15 mm. The nominal circular tow diameter was determined to be 0.50 mm, assuming a packing fraction of 0.75, where the packing factor is the area of fibers divided by the area of a circle. The fiber insertion tow area and diameter were used as input to the FEM element attributes. In order to numerically model the T-joint, the resin-rich interface zone thickness was required. Based on specimen optical micrographs, the nominal resin-rich interface zone thickness was determined to be 1.25 mm. This region was assumed to be isotropic and was modeled using the PR520 neat resin properties. The variation and magnitude of the interface thickness may be attributed to preform edge roughness and fiber preform misalignment during T-joint fabrication. Region 4 - Flange 3.2 Damage Progression Criterion Region 2 - Interface Region 3 - Web Region 1 - Insertion Figure 2: FEA analysis regions and mesh. A damage progression finite element analysis was performed based on experimental observations and optical micrographs of the failed flexure specimens as reported previously [7]. These experiments demonstrated that a crack initiates from the resin-rich fillet region and traverses the web-to-flange interface under increased load. In order to model this progressive damage, a series of six step FEMs were created, representing an accumulation of damage with increased load. In step 1 no damage is present, which represents the elastic region of the load-displacement record up to initial failure. Step 2 models an incipient crack in the resin-rich fillet region at the web-to-flange interface. This represents the initial drop in load displacement. The magnitude of the drop is indicative of the extent of damage to the T-joint. Step 3 models continued fillet crack propagation, step 4 models the crack traversing the web-toflange interface, and step 5 models the crack extending to the first fiber insertion. The first fiber insertion is the insertion adjacent to the applied load. Step 6 models the crack reaching the second fiber insertion. Figure 3 shows the finite element mesh for the damage progression model step 6. Crack initiation is predicted as the local matrix stress exceeds that of the neat resin tensile strength in the fillet region of the T-joint. As shown, the load-displacement plot is then nearly linear from point “b” up to point “c”. In this region, as indicated by the analysis, the crack is propagating to the second fiber insertion and increasing the apparent load on the first fiber insertion. From point “c” to point “d” in Figure 4, the first fiber insertion is degrading. Further loading beyond point “d" then results in fiber tow filament breakage and insertion/matrix interface degradation. Figure 5 shows the effective stress contour plots for damage progression model step 6. As defined by the failure analysis, damage progresses at the point when the peak effective stress exceeds that of the PR520 neat resin tensile strength in the radius fillet and web-to-flange interface regions. Step 6 shows the damage progressing beyond the fiber insertion adjacent to the applied load, representing extensive interfacial matrix cracking and fiber insertion bridging at the web-to-flange interface just prior to catastrophic failure on the T-joint. Figure 3: Finite element model damage step 6. An effective stress failure criteria was used to predict the initial damage load in the T-joints. Initial T-joint damage was defined as the point when the effective stress, σeff of the constrained matrix at the web-to-flange interface exceeded the neat resin failure strength, σfm of 91.0 MPa [11]. 3 RESULTS Figure 4 shows the predicted load-displacement plot under flexural load for specimen F1. Region 1 (up to initial failure) is modeled with no damage. The initial crack at point “a” coincides with a matrix crack forming in the fillet region at the web-to-flange interface and propagating to the fiber insertion adjacent to the applied load. 1.8 (d) FEA Predicted (kN) 1.6 (3) 1.4 (c) Load (kN) 1.2 1.0 (2) 0.8 0.6 4 DISCUSSION The mechanical behavior of the T-300/PR520 transverse stitched composite T-joints under flexure loading may be characterized by three distinct regions as indicated on the load-displacement plot in Figure 4. In region 1, the behavior is nearly linear elastic up to the initial damage load, showing only a slight amount of nonlinearity near the proportional limit. In region 2, with increased load, the behavior is again nearly linear. Region 3 is marked by a change in slope of the load-displacement plot leading to catastrophic failure. The three regions of behavior are detailed in the following paragraphs. 2.0 Load F1 Figure 5: Damage progression effective stress, step 6. (a) 0.4 (b) 0.2 (1) 4.448 3.937 3.429 2.921 2.413 1.905 1.397 0.889 0.493 0.000 0.0 Displacem ent (m m ) Figure 4: Predicted and actual damage progression under flexure loading. Under initial flexure load, as represented by region 1 of the load-displacement plot of Figure 4, the T-joint web deflects under increased load. This has the effect of loading the fiber insertion adjacent to the applied load in tension and the furthermost fiber insertion in compression. As the fillet matrix stress exceeds the PR520 neat resin tensile strength, a crack initiates at the outer surface of the radius filler. Initial Tjoint failure may be observed as a discrete drop in the loaddisplacement record, as shown from point “a” to “b” in Figure 4. A 25 percent drop in load-displacement at initial damage is typical under flexure loading. REFERENCES [1] The extent of initial damage may be characterized by the damage progression FEA. Based on the damage progression model, it can be shown that in order to match the appropriate response of the T-joint under flexure loading (as shown at points “a” and “b” on the load-displacement plot of Figure 4), the crack must be extended through the resinrich fillet region and along the interface to the first fiber insertion. Region 2 in Figure 4 is marked by nearly linear loaddisplacement and strain-load behavior. The initial damage has the effect of redistributing additional load to the first fiber insertion. Increased loading beyond the initial damage load, as represented by region 2 of the load-displacement plot in Figure 4 point “b,” causes fiber bridging and crack propagation to the neighboring fiber insertion. The fiber bridging behavior gives rise to increased damage tolerance or an ability to carry additional load beyond initial failure. The extent of damage represented by point “c” of Figure 4 may be represented by step 6 of the damage progression FEA shown in Figure 3. The predicted and actual loaddisplacement behavior for region 2 is shown in Figure 4. Good agreement is shown in region 2 between experimental and predicted results based on the extent of damage represented by step 6 in Figure 3. Region 3 of the load-displacement plot in Figure 4 from point “c” to point “d” is marked by a change in slope and subsequent loss of T-joint stiffness. Under increased load, the fiber insertion adjacent to the applied load continuously degrades. This behavior is represented in the FEA model step 6 in Figure 3 by a change in fiber insertion area. As the insertion tow area decreases, the T-joint deflection increases. Based on the use of a fiber-degradation model to represent region 3 in Figure 4, good agreement is shown between the experimental and predicted load-displacement behavior. 5 CONCLUSION A new type of T-joint with transverse stitching using a fiber insertion process was characterized under flexure loading for the first time using a damage progression FEA. Crack initiation is predicted under flexure loading when the local matrix stress exceeds that of the neat resin tensile strength in the fillet region of the T-joint. The flexure damage progression FEAs showed good correlation with the experimentally determined load-displacement through ultimate failure. Predictive models developed herein will be used in future parametric studies. ACKNOWLEDGMENTS The authors would like to acknowledge The Boeing Company for supporting this research and Albany international Techniweave, Inc. for the development of the fiber insertion process. [2] Jones, R, Alesi, H. On the Analysis of Composite Structures With Material and Geometric Non-linearities. Composite Structures, Vol. 50, pp. 417-431, 2000. Chiu, WK, Galea, S, Jones, R. The Role of Material Nonlinearities in Composite Structures. Composite Structures, Vol. 38, pp. 71-81, 1997. [3] Phillips, HJ, Shenoi, RA. Damage Tolerance of Laminated Tee Joints in FRP Structures. Composites Part A, Vol. 29, pp. 465-478, 1998. [4] Blake, JIR, Shenoi, RA, House, J, Turton, T. Progressive Damage Analysis of Tee Joints With Viscoelastic Inserts. Composites Part A, Vol. 32, pp. 641-653, 2001. [5] Stickler, P.B. An Investigation of Mechanical Behavior and Failure Mechanisms of Composite T-Joints With Transverse Stitching, Ph.D. Dissertation, University of Washington, 2001. [6] Stickler, P.B., Ramulu, M., and Johnson, P.S., Experimental and Numerical Analysis of Transverse Stitched T-Joints in Bending. Composite Structures, Vol. 50(1), pp. 17-27, 2000. [7] Stickler, P.B., Ramulu, M., and Van West, B., Transverse Stitched T-joints in Bending with PR520 Resin: Initial Results. Journal of Reinforced Plastics and Composites, Vol. 20(1), pp. 65-75, 2001. [8] Stickler, P.B., Ramulu, M., Investigation of Mechanical Behavior of Transverse Stitched T-joints with PR520 Resin in Flexure and Tension. Composite Structures, Vol. 52(3-4), pp. 307-314, 2001. [9] ANSYS, Inc. Version 5.6 Users Manual, Canonsburge, PA. 2000. [10] IM7 Carbon Fiber Product Data Sheet, Hexcel Carbon Fibers. 2001. [11] PR520 Epoxy Resin Corporation. 2000. Product Data Sheet, 3M [12] Stickler, PB, Ramulu, M, Coguill, SL, Tuttle, ME. Experimental Investigation of Resin Transfer Molded T300/PR520 Laminate Properties. In-press: Journal of Advanced Materials. [13] Cox, BN, Flanagan, G. Handbook of Analytical Methods for Textile Composites, NASA Contractor Report 4750, 1997.
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